Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete-Reference-Cited by-同舟云学术

Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete

Published:2022-09 Issue:9 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Jia Mengdi¹,Wu Zhimin²,Yu Rena C.³^ORCID,Zhang Xiaoxin⁴^ORCID

Affiliation:

1. Ph.D. Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

3. Professor, ETS de Ingenieros de Caminos, Canales y Puertos, Universidad de Castilla-La Mancha, Ciudad Real 13071, Spain. ORCID: .

4. INCRECYT Researcher, ETS de Ingenieros de Caminos, Canales y Puertos, Universidad de Castilla-La Mancha, Ciudad Real 13071, Spain. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002135

Reference50 articles.

1. Baluch M. H. A. B. Qureshy and A. K. Azad. 1987. “Fatigue crack propagation in plain concrete.” In Proc. SEM/RILEM Int. Conf. on Fracture of Concrete and Rock 112–119. Berlin: Springer.

2. Fatigue fracture of high-strength concrete and size effect;Bažant Z. P.;ACI Mater. J.,1993

3. Size effect in fatigue fracture of concrete;Bažant Z. P.;ACI Mater. J.,1991

4. An improved crack propagation model for plain concrete under fatigue loading

5. An experimental approach for characterization of fracture process zone in concrete

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